PLANNING COMMISSION REPORT REGULAR AGENDA NON PUBLIC HEARING ITEM

Transcription

1 PP Item No. 2B - 1 PC Staff Report 6/24/13 ITE NO 2B: PLANNING ISSION REPORT REGULAR AGENDA NON PUBLIC HEARING ITE PRELIINARY FOR DOUGLAS UNTY PUBLIC WORKS ; E 2 TH ST & CIR (K) PP : Consider a Preliminary Plat for Douglas County Public Works Addition, a 1 lot subdivision of approximately 46 acres, located south of E 2 th Street & Franklin Park Circle. Submitted by Bartlett & West, for Douglas County Board of Commissioners, property owner of record. STAFF REENDATION: Staff recommends approval of the Douglas County Public Works Addition Preliminary Plat subject to the following conditions: 1. Provision of a revised plat with the following changes: a. Note that Franklin Park Circle is proposed to be renamed Franklin Park Court. b. Identify the drainage easements as detention basins and add the following notes to the plat: The detention basins will remain free of any natural or non-natural structures or vegetative barriers (including but not limited to trees, shrubbery, berms, fences, and walls. The detention basins will be privately-owned and maintained. The developer is responsible for establishing ownership and maintenance of same via individual owner maintenance. No fences or structures other than necessary retaining walls and/or guardrails will be allowed within the drainage easements. c. Revise utilities and easements per City Utilities Department approval. d. Note the minimum finished floor elevation for structures on lots. 2. Provision of a revised Downstream Sanitary Sewer Analysis per Utility Engineer approval. Applicant s Reason for Request: Subdivision is required prior to development of property. KEY POINT Right-of-way previously dedicated for the extension of Franklin Park Circle will be vacated with this major subdivision. As Franklin Park Circle will no longer extend through to E 2 th Street it will be renamed Franklin Park Court. SUBDIVISION CITATIONS TO NSIDER This application is being reviewed under the Subdivision Regulations for Lawrence and Unincorporated Douglas County. ATTACHENTS Attachment A: Preliminary Plat ASSOCIATED CASES/OTHER ACTION REQUIRED Associated Cases:

2 PP Item No. 2B - 2 Z-13-14: Rezoning request for the subject property from the PID (Planned Industrial Development) District to the IG (General Industrial) District. This rezoning request is also on the June Planning Commission for consideration. SP-13-26; Site Plan for Douglas County Public Works Facility including administrative offices, vehicle maintenance and storage, and yard with exterior storage. Other Action Required for Subdivision: City Commission approval of rezoning request and adoption/publication of ordinance. Submittal of a final plat for administrative review and placement on the City Commission agenda for vacation of easements and right-of-way and acceptance of dedications. Agreements Not to Protest the Formation of a Benefit District for Street and Sidewalk improvements for E 17 Road and for sidewalk improvements to E 2 th Street to be recorded with the final plat. Recording of final plat. Administrative approval of site plan for proposed development. Application and release of building permit prior to development. PLANS AND STUDIES REQUIRED Downstream Sanitary Sewer Analysis Downstream Sanitary Sewer Analysis provided by Bartlett and West has been reviewed and is accepted for this project with minor revisions. Drainage Study Drainage letter study dated /23/213 meets the specified requirements and is approved. PUBLIC ENT No public comment was received prior to the printing of this report. Site Summary Gross Area (acres): Existing Right-of-Way (acres): Additional Right-of-Way (acres): Net Area (acres) Number of Existing Lots: Number of Proposed Lots: GENERAL INFORATION Current Zoning and Land Use: Surrounding Zoning and Land Use: There is approximately 3.4 acres of existing right-of-way which is being vacated with this plat. There is no other existing rightof-way One 4.34 acre lot, remainder is unplatted 1 lot PID-Franklin Park (Planned Industrial Development) District; undeveloped with exception of a 4 acre lot which contains the Hillcrest Wrecker and Garage, Light Equipment Sales and Services and Storage of Inoperable Vehicles. To the north: One lot in the Franklin Park PID will retain its PID zoning. This lot is developed with the Lawrence Community Shelter, a Temporary Shelter.

3 PP Item No. 2B - 3 Property north of E 2 th Street is zoned PID-LR Industries (Planned Industrial Development); Asphalt facility and concrete plant, General Industrial. To the west: GPI (General Public and Institutional Use) District; Douglas County Sherriff s Office and Douglas County Jail; Public Safety and Detention Facility. To the south and east: A (County-Agricultural) District; Agriculture and rural residential. STAFF REVIEW The plat will combine the properties owned by the Douglas County Board of Commissioners into one lot. Currently there is a 4 acre platted lot, Lot No 1, Franklin Park Addition No. 1, which was developed with a wrecker and auto service business as part of the Planned Industrial Development, approximately 3 acres of right-of-way for the extension of Franklin Park Circle which is being vacated and unplatted parcels. The property is being platted to provide an appropriate site for the relocation and expansion of the Douglas County Public Works Facility and administrative offices which are currently located at 711 E 23 rd Street and 1242 assachusetts Street. Compliance with Zoning Regulations for the IG District. Per Section 2-61(b) of the Development Code, the IG (General Industrial) District requires a minimum lot area of, sq ft, and a minimum lot width of 4 ft. The lot being created with this plat complies with these requirements. Zoning and Land Use The subject property currently contains a wrecker/auto service facility on approximately 4 acres and the remainder is undeveloped. The proposal is to build administrative offices, shops, and yards for the Douglas County Public Works Department at this location. These uses fit into the use classifications of: Administrative and Professional Offices, Fleet Storage, Light and Heavy Equipment Repair, and Exterior Storage. These uses are permitted in the IG District. Streets and Access The property is bounded on the east by E 17 Road and on the north by E 2 th Street. Franklin Park Circle extends to the south boundary of Lot 1, Franklin Park Addition No. 1. With the Planned Development, the plan had been to extend Franklin Park Circle through the development and back to E 2 th Street to provide interior access for the lots. With the current proposal only one lot is being created; therefore, the interior street network is not necessary. The name of this street will need to be revised as it will no longer circle back to E 2 th Street. The facility will have access to Franklin Park Circle (renamed) and to E 2 th Street. Utilities and Infrastructure A site plan has been submitted for review and the applicant is working to coordinate the utilities and easements on the plat with the site plan design. This is illustrated on the exhibit provided with the preliminary plat. This coordination may require changes to the easements and utility locations. As a result, there may be minor differences between the easements shown on the preliminary plat before the Commission and those on the final plat. Section 2-89(m)(2)(i)(c) allows minor adjustments to right-of-way lines and easement lines to account for technical changes related to the proposed public improvement plans.

4 PP Item No. 2B - 4 The City Utility Engineer indicated several minor changes to the plat are necessary, such as the type of connections to the public main and the type of backflow preventer that will be used. These changes should be made to the preliminary plat and are a condition of approval. E 17 Road is located outside the city limits and will be improved to City standards when it has been annexed into the City. E 2 th Street is constructed and has a 3 to 4 ft sidewalk on the south side up to the eastern access point (Figure 1). Per the Subdivision Regulations, a ft wide sidewalk is required along both sides of E 2 th Street, a collector. The widening of the existing sidewalk will be a addressed with the site plan. The applicant asked to defer the installation of sidewalks east of the easternmost drive on E 2 th Street until such time as development has occurred to the east. Agreements Not to Protest the Formation of a Benefit District will be required for the sidewalk along E 2 th Street and for the street and sidewalk improvements for E 17 Road prior to the recording of the final plat. Figure 1. Sidewalk area to be included in the Agreement Not to Protest. Easements and Rights-of-way An 8 ft right-of-way easement for Franklin Park Circle is being vacated with this plat. The plat shows the right-of-way and easements being vacated in hatched blue shading and shows new easements in red line. The property will have perimeter easements along the west and east sides and along the E 2 th Street frontage. A 1 ft utility easement will extend throughout the site generally following the alignment of the vacated right-of-way with a jog to provide access to the various buildings being planned on the site. (Sheet 2 of the plat shows the easements in relation to the proposed layout.) E 2 th Street and E 17 Road are both classified as Collectors in the ajor Thoroughfares ap. E 2 th is a collector street within the City of Lawrence and E 17 Road is a major collector road in the unincorporated area. A collector street within the City and a major collector road both require 8 ft of right-of-way. The plat shows 4 ft of right-of-way being dedicated for both E 2 th Street and E 17 Road. Stormwater/Drainage The City Stormwater Engineer approved the drainage letter study but indicated that the drainage easements should be identified as detention basins and that the following notes should be added to the plat: 1) The detention basins will remain free of any natural or non-natural structures or vegetative barriers (including but not limited to trees, shrubbery, berms, fences, and walls.

5 PP Item No. 2B - 2) The detention basins will be privately-owned and maintained. The developer is responsible for establishing ownership and maintenance of same via individual owner maintenance. No fences or structures other than necessary retaining walls and/or guardrails will be allowed within the drainage easements. As the property contains drainage easements, the minimum habitable floor elevations for structures should be noted on the plat, per Section 2-89(f)() of the Subdivision Regulations. Conformance The preliminary plat, as conditioned, is in conformance with the standards and requirements of the Subdivision Regulations and the Development Code.

6 BAR IS ONE INCH ON OFFICIAL DRAWINGS. 1" IF NOT ONE INCH, ADJUST SCALE ACRDINGLY. Drawing Name: W:\Proj\18\1812\1812.1\AutoCad\Plats\ Preliminary Plat.dwg Layout Name: Layout1 Plotted By: RLW76 Plotted on: 6/17/213 11:38:1 A // Last edit on: NW RNER 3' DOUGLAS UNTY ZONED GPI RI 8.48 INV S 24"CP 3.2 INV W 24"CP 3.1 INV 24"CP 1.83 SW RNER, NE 1/4 SEC 9-T13S-R2E N88 '"E 73.97'() N88 '"E 73.9'(P1) N1 31'4"W 79.1'() 1' N1 3'8"W(D&P1) EASENT VICINITY AP BOOK ' RI ELEV 1.22 INV S 8"PVC ' RI ELEV 4.3 INV N/S 8"PVC PLS61 SW RNER 3' 4' RI ELEV 88. INV E 8"PVC INV N 8"PVC BUILDING 2' ACCESS & BOOK BOOK 1 PAGE 3 LAWRENCE UNITY SHELTER INC. 4' RI ELEV.21 INV S 8"PVC FL 62"x4"CAP.27 FL 62"x4"CAP.37 INV 24"CP 2.31 INV 24"CP.38 FL 62"x4"CAP FL 62"x4"CAP ' N88 '"E '(&P2) 36 1' 3 BOOK 72 4' RI ELEV.13 INV S 8"PVC INV N 8"PVC PAGE 39 NE RNER 3' 36 S1 '11"W 37.78'() S1 '11"W (P2&P3) NOTE: RIGHT-OF-WAY TO BE VACATED. EXISTING TO REAIN 4' RI ELEV.41 INV W 8"PVC INV N 8"PVC PRELIINARY OF: DOUGLAS UNTY PUBLIC WORKS DESCRIPTION: NO. 1 AND TWO TRACTS OF LAND PREVIOUSLY RERDED IN BOOK 177 PAGE 4639 AND BOOK 179 8, ALL IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 13 SOUTH, RANGE 2 EAST OF THE 6TH P.., CITY OF LAWRENCE, DOUGLAS, AND ALL BEING ORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST RNER OF SAID NORTHEAST QUARTER; THENCE SOUTH 88 DEGREES INUTES SENDS WEST, INCIDENT WITH THE SOUTH LINE OF SAID NORTHEAST QUARTER, FEET TO THE SOUTHEAST RNER OF ; THENCE NORTH 1 DEGREE 31 INUTES 4 SENDS WEST, INCIDENT WITH THE EAST LINE OF SAID, 79.1 FEET TO THE SOUTHWEST RNER OF, NO. 2; THENCE NORTH 88 DEGREES INUTES SENDS EAST, INCIDENT WITH THE SOUTH LINE OF SAID, FEET TO THE SOUTHEAST RNER OF SAID AND THE WEST RIGHT OF WAY LINE OF CIRCLE; THENCE SOUTH 1 DEGREE INUTES 11 SENDS WEST, INCIDENT WITH SAID RIGHT OF WAY LINE, FEET TO THE SOUTH RIGHT OF WAY LINE OF CIRCLE; THENCE SOUTH 88 DEGREES 9 INUTES 49 SENDS EAST, INCIDENT WITH SAID RIGHT OF WAY LINE, 8. FEET TO THE EAST RIGHT OF WAY LINE OF CIRCLE; THENCE ALONG SAID RIGHT OF WAY LINE ON THE FOLLOWING 3 URSES; (1)THENCE NORTH 1 DEGREE INUTES 11 SENDS EAST, 342. FEET; (2) THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 26. FEET, AN ARC LENGTH OF 33.4 FEET, WHOSE CHORD BEARS NORTH DEGREES 31 INUTES 22 SENDS EAST, FEET; (3)THENCE NORTH 9 DEGREES 12 INUTES 2 SENDS EAST, FEET TO THE NORTHWEST RNER OF, NO. 1; THENCE SOUTH 8 DEGREES 47 INUTES 3 SENDS EAST, INCIDENT WITH THE NORTH LINE OF SAID, 29.7 FEET TO THE NORTHEAST RNER OF SAID ; THENCE NORTH 1 DEGREES 4 INUTES SENDS EAST, 4.6 FEET TO THE CENTERLINE OF TOWNSHIP ROAD #7, NOW KNOWN AS EAST 2TH STREET; THENCE SOUTH 8 DEGREES 47 INUTES 3 SENDS EAST, INCIDENT WITH SAID CENTERLINE, FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER; THENCE SOUTH 1 DEGREE 33 INUTES 32 SENDS EAST, INCIDENT WITH SAID EAST LINE 96.32, FEET TO THE POINT OF BEGINNING. NTAINING ACRES ORE OR LESS. T BLUE LC ROGER JOHNSON 8' CIRCLE S88 9'49"E 8.'(&P3) 6x4 INLET RI ELEV..64 INV E 24"CP 1.27 INV SW 24"CP ' RI ELEV.67 INV S 8"PVC.3 INV N 8"PVC.3 1' N1 '11"E 342.'(&P3) 1.' 32 x RI 8.22 INV W 24"CP 2.91 INV N 1"CP ' 1.' PLS 61 NW RNER NO.1 N9 12'2"E 62.62'(&P3) 7.' 4' RI ELEV 2. INV W 8"PVC 4.9 1' CL L=33.4'(&P3) R=26.' BLD. CH=N 31'22"E CL=33.44' ' 1' ACCESS EAST 2TH STREET BUILDING NO.1 S8 47'3"E 29.7'(&P3) WOOD FENCE 1.' 88 2' N1 4'"W 4.6'() 3' TO BE VACATED ACCESS TO BE VACATED RIGHT-OF-WAY TO BE VACATED WAEGO SAND PANY INC 1' 1.' 88 8' 322 VACATED BY THIS 194.7' ' PLS61 NE RNER NO.1 TO BE VACATED S88 '"W '() S88 '"W 1994.'(D) PLS 61 NO ACRES± 4' 88 1.' 4' EXISTING BOOK 72 PAGE 397 RI ELEV. 9.9 INV S 24"CP 4.8 4' RI ELEV 2.19 INV S 8" PVC 2. 4' RI ELEV 2.69 INV N 8" PVC 2.64 INV S 8"PVC ' RI ELEV 3.8 INV N 8" PVC 3.62 INV S 8"PVC 3.67 INV 8"PVC E 3.7 4' RI ELEV 1.6 INV N 8" PVC 4.21 INV S 8"PVC ' RI ELEV.84 INV NE 8"PVC 4.8 INV SE 8"PVC 4.93 S8 47'3"E '() BOOK 177 PAGE 4639 x4 INLET RI ELEV 7.7 INV E 1"CP 4.31 FL 3"CP ' 4' RI ELEV 1.28 INV NW 8"PVC.34 RALPH D KITSILLER & ROGER L KITSILLER BOOK 169 PAGE 31 2' 1.' 1.' 6' SITE SUARY GROSS AREA: 1.' 1' INV W 3"CP 7.42 INV E 3"CP 7.39 RI 6.93 INV S 18"RCP 2.93 FL 18"RCP 1.6 RI 6.2 INV N 18"RCP 2.2 INV W 1"CP 2.83 INV E 18"RCP 2. 4' RI ELEV 3.4 INV W 8"PVC 3.93 x INLET INV W 3"CP 6.82 INV S 36"CP ' RI ELEV INV S 36"CP.4 INV N 36"CP.19 6x INLET RI ELEV INV N 24"CP 4.2 INV S 42"CP 3.7 INV E 36"CP 3.82 FL 42"CP ACRES± EXISTING RIGHT-OF-WAY:. RIGHT-OF-WAY TO BE : 1.76 ACRES± TOTAL NUBER OF LOTS: 1 = 44.7 ACRES± ANNOTATIONS () (D) (P1) (P2) (P3) U.A. EASURED BEARING AND DISTANCE DEED BEARING AND DISTANCE BEARING AND DISTANCE BEARING AND DISTANCE BEARING AND DISTANCE NO.1 RIGHT OF WAY DETENTION 1' BOOK 48 JAL LLC NE RNER, NE 1/4 SEC 9-T13S-R2E CALCULATED POSITION FRO FORER FARLAND PROPERTY BOOK PAGE 1/2" POINTED REBAR 2.' 3' SANITARY SEWER BOOK 131 PAGE 714 1' 4' BOOK POINT OF BEGINNING /8" REBAR PLS 61, NE QUARTER SECTION 9-T13S-R2E 926.' N1 33'1"W '(C) EAST LINE NE 1/4 SECTION EAST 17 ROAD S1 33'32"E 96.32'() S1 33'6"E 96.26'(D) RALPH D KITSILLER & AY E KITSILLER TRUSTEES BOOK EXISTING PERANENT ROAD RERD 26A BENCHARK NGS B # 368 ELEVATION ONUENTATION FOUND REBAR, SIZE NOTED, UNLESS OTHERWISE NOTED SET /8" x 24" REBAR WITH CLS14 ID CAP FLOOD PLAIN ACRDING TO FEA FLOOD INSURANCE RATE APS; 24C1D, 24C179D, 24C183 & 24C191D THIS AREA IN ZONED 'X' = AN AREA OUTSIDE THE YEAR FLOOD ZONE SPECIAL NOTES THE CLIENT DID NOT PROVIDE A TITLE INSURANCE POLICY GENERAL NOTES DEVELOPER/APPLICANT: DOUGLAS UNTY 11 ASSACHUSETTS STREET LAWRENCE, KANSAS 6644 LAND PLANNER: BARTLETT & WEST, INC., 44 LUBIA DRIVE LAWRENCE, KANSAS 6649 TOPOGRAPHY PROVIDED BY: RONALD J. SHANKS, KS. R.L.S. #12 BARTLETT & WEST, INC., 44 LUBIA DRIVE LAWRENCE, KANSAS 6649 EXISTING ZONING: PID - PLANNED INDUSTRIAL DISTRICT ZONING: IG - GENERAL INDUSTRIAL EXISTING LAND USE: UNDEVELOPED LAND/SALL EXISTING INDUSTRIAL LAND USE: PUBLIC WORKS FACILITY UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED BY DOUGLAS UNTY PUBLIC WORKS STAFF BEARINGS BASED ON STATE PLANE NAD 83, KANSAS NORTH PROVISION AND FINANCING OF ROADS, SEWER, WATER AND OTHER PUBLIC SERVICES: INSTALLATION OF PUBLIC IPROVEENTS TO BE PROVIDED VIA PRIVATE FINANCING. NNECTION TO THE PUBLIC WATER AND WASTEWATER ANAGEENT SYSTE WILL BE VIA PRIVATE SERVICE LINE NNECTIONS INSTALLATION OF UNDERGROUND UTILITIES AND ST OF RELOCATION TO BE ORDINATED BY THE PUBLIC WORKS DEPARTENT AND DISCUSSED PRIOR TO THE START OF ANY RELOCATION. THIS PROPERTY IS DESIGNATED IN THE SOUTHEAST AREA PLAN FOR 'INDUSTRIAL' USES. ALL NEW TELEPHONE, CABLE TELEVISION AND ELECTRICAL LINES, EXCEPT HIGH VOLTAGE LINES, SHALL BE LOCATED UNDERGROUND. SOILS 1. KENNEBEC SILT LOA, FREQUENTLY FLOODED 2. PAWNEE CLAY LOA, 1 TO 3 PERCENT SLOPES 3. PAWNEE CLAY LOA, 3 TO 6 PERCENT SLOPES 4. PAWNEE CLAY LOA, 3 TO 6 PERCENT, ERODED. WOODSON SILT LOA, 1 TO 3 PERCENT SLOPES EXISTING NDITIONS BY # DATE DESCRIPTION PRELIINARY DOUGLAS UNTY PUBLIC WORKS DESIGNED BY: DRA DRAWN BY: APPROVED BY: DESIGN PROJ: NST PROJ: SCALE: DATE: DRAWING NO: SHEET NO: NE QUARTER SECTION DOUGLAS LJ RJS AS NOTED APRIL 22, 213 PP 1 of 2 ALL RIGHTS RESERVED. ALL BARTLETT & WEST ENGINEERS PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER PYRIGHT LAW, AND NO PART AY BE PIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTE OR TRANSITTED IN ANY FOR BY ANY EANS WITHOUT PRIOR WRITTEN PERISSION OF BARTLETT & WEST ENGINEERS.

7 1" IF NOT ONE INCH, ADJUST SCALE ACRDINGLY. BY BAR IS ONE INCH ON OFFICIAL DRAWINGS. ANNOTATIONS EASURED BEARING AND DISTANCE DEED BEARING AND DISTANCE BEARING AND DISTANCE BEARING AND DISTANCE BEARING AND DISTANCE NO.1 RIGHT OF WAY DETENTION FH 8' 322 VACATED BY THIS FIRE gc12 TANKS SALT BUNKERS '(C) SAND LOADING AREA 319 POINT OF BEGINNING /8" REBAR PLS 61, NE QUARTER SECTION 9-T13S-R2E 4' RI ELEV.41 INV W 8"PVC INV N 8"PVC ' RALPH D KITSILLER & ROGER L KITSILLER BOOK 169 PAGE 31 NE QUARTER SECTION DOUGLAS EAST 17 ROAD 1' EASEE NT BOOK ' BOOK GATE SALT IX FL 42"CP 1.34 ' Hyd. SALT SPREADERS BRINE IXING 1' U.E BOO. PAG K 929 E1 LT HA ASP Hyd. 2.' 3' Y ITAR SAN ER SEW BOOK 131 PAGE 714 6x INLET RI ELEV INV N 24"CP 4.2 INV S 42"CP 3.7 INV E 36"CP ' RI ELEV 1.28 INV NW 8"PVC.34 Hyd. VERED STORAGE 7,483 SF GATE DOUGLAS UNTY PUBLIC WORKS 4' RI ELEV.84 INV NE 8"PVC 4.8 INV SE 8"PVC ' RI ELEV INV S 36"CP.4 INV N 36"CP.19 PR 1 OP.. U/ ' E TRUSTEES RALPH D KITSILLER & AY E KITSILLER BOOK VERED PARKING 18,3 SF 1.' 1' U.E BOO. PAG K 929 E1 1.' PR FUTURE PARKING (3) 1 OP.. RI ELEV. 9.9 U/ ' INV S 24"CP 4.8 E 926.' WASH 3,446 SF INV W 3"CP 7.42 INV E 3"CP 7.39 PRELIINARY 88 4' RI ELEV 1.6 INV N 8" PVC 4.21 INV S 8"PVC ' FUEL TANKS PERSONAL VEHICLES FH FL 3"CP 7.82 PARKING (8) FLEET AINTENANCE 1,4 SF 2.' 26,771 SF 1' 3 x INLET INV W 3"CP 6.82 INV S 36"CP ' RI ELEV 88. INV E 8"PVC INV N 8"PVC SW RNER, NE 1/4 SEC 9-T13S-R2E ' BOOK 9 29 ADA (4) VERED PARKING EXISTING PERANENT ROAD RERD 26A 4' RI ELEV 3.4 INV W 8"PVC 3.93 GAS 88 RI 6.2 INV N 18"RCP 2.2 INV W 1"CP 2.83 INV E 18"RCP 2. 1/2" POINTED REBAR EAST LINE NE 1/4 SECTION ACCESS 7.' 88 GATE 1.' 4' RI ELEV 3.8 INV N 8" PVC 3.62 INV S 8"PVC 3.67 INV 8"PVC E V 1' BOOK ' ELECTRIC 3' BOOK 1 PAGE 3 4' RI ELEV 2.69 INV N 8" PVC 2.64 INV S 8"PVC ,8 SF 18,8 SF FIRE 4' RI ELEV.13 INV S 8"PVC INV N 8"PVC x4 INLET RI ELEV 7.7 INV E 1"CP 4.31 GAS 4' RI ELEV 4.3 INV N/S 8"PVC FL 18"RCP ' 4' RI ELEV 2. INV W 8"PVC 4.9 ' 1. U.E OK BO E 13 G PA RI 8.48 INV S 24"CP 3.2 INV W 24"CP 3.1 PLS 61 ELECTRIC LINES (x2) FRANKLIN PARK NO.1 P. PRO ' x 1' SEWER H STOR UTI Y RI LIT 8.22 INVEE W 24"CP EAS NT 2.91 N 1"CP 3.12 PLAINV T BOO 4' 8.'(&P3) RI ELEV.67 INV S 8"PVC.3 INV N 8"PVC.3 RI 6.93 INV S 18"RCP 2.93 FL 62"x4"CAP ' RI ELEV 2.19 INV S 8" PVC 2. BOOK 1 77 PA GE (x2) PLS61 NE RNER NO.1 WOOD FENCE ' FL 62"x4"CAP ' 6x4 INLET RI ELEV..64 INV E 24"CP 1.27 INV SW 24"CP 1.22 IC LINE S ELECTRIC LINES (x2) CL=33.44' ELECTR ' INV 24"CP ' RI ELEV 1.22 INV S 8"PVC 2.67 INV 24"CP 1.83 BLD ' GAS PARK CIRCLE ASPHFR ALTANKLIN 2' ACCESS & BOOK NO.1 L=33.4'(&P3) R=26.' K 17 Last edit on: // Drawing Name: W:\Proj\18\1812\1812.1\AutoCad\Plats\ Preliminary Plat - sheet 2.dwg Layout Name: Layout1 (2) Plotted By: RLW76 Plotted on: 6/17/213 11:4: A FL 62"x4"CAP.37 G FL 62"x4"CAP.27 INV 24"CP.38 4' EXISTING BOOK 72 PAGE 397 BUILDIN 3' LAWRENCE UNITY 36 SHELTER INC. 4' RI ELEV.21 INV S 8"PVC PLS61 SW RNER JAL LLC 3' 8' 4' 4.6'() 2' EASEE B NT OOK NE RNER ZONED GPI EAST 2 TH ST REET 88 BUILDING DOUGLAS UNTY PLS 61 NW RNER CL NO.1 3' 1' BOOK 72 PAGE 3 9 1' EA SENT BOOK NW RNER WAEGO SAND PANY INC NE RNER, NE 1/4 SEC 9-T13S-R2E CALCULATED POSITION FRO FORER FARLAND PROPERTY BOOK PAGE # SET /8" x 24" REBAR WITH CLS14 ID CAP DESIGNED BY: DRA DRAWN BY: LJ APPROVED BY: RJS DESIGN PROJ: NST PROJ: SCALE: AS NOTED DATE: APRIL 22, 213 DRAWING NO: SITE LAYOUT PP SHEET NO: 2 of 2 ALL RIGHTS RESERVED. ALL BARTLETT & WEST ENGINEERS PLANS, SPECIFICATIONS AND DRAWINGS ARE PROTECTED UNDER PYRIGHT LAW, AND NO PART AY BE PIED, REPRODUCED, DISPLAYED PUBLICLY, USED TO CREATE DERIVATIVES, DISTRIBUTED, STORED IN A RETRIEVAL SYSTE OR TRANSITTED IN ANY FOR BY ANY EANS WITHOUT PRIOR WRITTEN PERISSION OF BARTLETT & WEST ENGINEERS. T BLUE LC ROGER JOHNSON FOUND REBAR, SIZE NOTED, UNLESS OTHERWISE NOTED NGS B # 368 ELEVATION DESCRIPTION () (D) (P1) (P2) (P3) U.A. ONUENTATION BENCHARK DATE VICINITY AP